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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Water</journal-id>
<journal-title>Frontiers in Water</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Water</abbrev-journal-title>
<issn pub-type="epub">2624-9375</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.3389/frwa.2025.1668087</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Water</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Integration of GIS and AHP techniques for the sustainability of groundwater potential zones in the coastal environs</article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name><surname>Moses</surname> <given-names>Ratheesh</given-names></name>
<uri xlink:href="http://loop.frontiersin.org/people/3182200/overview"/>
<role content-type="https://credit.niso.org/contributor-roles/conceptualization/"/>
<role content-type="https://credit.niso.org/contributor-roles/data-curation/"/>
<role content-type="https://credit.niso.org/contributor-roles/methodology/"/>
<role content-type="https://credit.niso.org/contributor-roles/software/"/>
<role content-type="https://credit.niso.org/contributor-roles/visualization/"/>
<role content-type="https://credit.niso.org/contributor-roles/writing-original-draft/"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name><surname>Sathiyamoorthy</surname> <given-names>Mahenthiran</given-names></name>
<xref ref-type="corresp" rid="c001"><sup>&#x0002A;</sup></xref>
<uri xlink:href="http://loop.frontiersin.org/people/2880211/overview"/>
<role content-type="https://credit.niso.org/contributor-roles/investigation/"/>
<role content-type="https://credit.niso.org/contributor-roles/supervision/"/>
<role content-type="https://credit.niso.org/contributor-roles/validation/"/>
<role content-type="https://credit.niso.org/contributor-roles/writing-review-editing/"/>
</contrib>
</contrib-group>
<aff><institution>School of Civil Engineering, Vellore Institute of Technology</institution>, <addr-line>Vellore, Tamil Nadu</addr-line>, <country>India</country></aff>
<author-notes>
<fn fn-type="edited-by"><p>Edited by: John Rapaglia, University of Kiel, Germany</p></fn>
<fn fn-type="edited-by"><p>Reviewed by: Atar Singh, National Institute of Hydrology (Roorkee), India</p>
<p>Muniappan Nagarajan, MIT Academy of Engineering, India</p></fn>
<corresp id="c001">&#x0002A;Correspondence: Mahenthiran Sathiyamoorthy <email>mahenthiran.s&#x00040;vit.ac.in</email></corresp>
</author-notes>
<pub-date pub-type="epub">
<day>10</day>
<month>10</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="collection">
<year>2025</year>
</pub-date>
<volume>7</volume>
<elocation-id>1668087</elocation-id>
<history>
<date date-type="received">
<day>17</day>
<month>07</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>18</day>
<month>09</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#x000A9; 2025 Moses and Sathiyamoorthy.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Moses and Sathiyamoorthy</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/"><p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p></license>
</permissions>
<abstract>
<p>Coastal aquifers are facing significant threats from overexploitation, seawater intrusion, and reduced recharge. Effective groundwater management necessitates a precise spatial evaluation of groundwater potential. This research aims to identify Groundwater Potential Zones (GWPZ) of Tarangambadi Taluk in Mayiladuthurai district, Tamil Nadu, using integrated GIS, Remote sensing, and the Analytical Hierarchy Process (AHP) methods. The study included fourteen thematic layers selected based on hydrogeological relevance. Each layer&#x00027;s weight was calculated utilizing the AHP methods, facilitated through analysis of weighted overlay in GIS to produce the spatial distribution of the GWPZ. The study zone was classified into five potential categories. Analysis indicates that 52% of the area is classified within high to very high potential zones, predominantly located in the central and western taluk, characterized by favorable geological conditions. Conversely, approximately 19% of the area, primarily along the eastern coastline, is categorized as low to very-low potential zones due to factors such as impervious surfaces and saline intrusion risks. The resulting GWPZ map aligns well with borewell data, affirming its precision and utility. The outcomes serve as a valuable resource for sustainable planning and aquifer management in coastal areas.</p></abstract>
<kwd-group>
<kwd>groundwater potential zones</kwd>
<kwd>remote sensing</kwd>
<kwd>AHP</kwd>
<kwd>geographic information systems</kwd>
<kwd>coastal aquifers</kwd>
<kwd>seawater intrusion</kwd>
</kwd-group>
<counts>
<fig-count count="6"/>
<table-count count="7"/>
<equation-count count="6"/>
<ref-count count="90"/>
<page-count count="19"/>
<word-count count="10768"/>
</counts>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Water and Critical Zone</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Water is a basic resource required for life, and groundwater has become a significant natural resource in providing the freshwater needs of various sectors in the world. Groundwater is integral to India&#x00027;s drinking water security and agriculture, accounting for approximately 62% of irrigation, 85% of rural water supply, and 50% of urban supply (<xref ref-type="bibr" rid="B14">Central Groundwater Board, 2024</xref>). Climate action and anthropogenic factors have a significant impact on groundwater resources. Increased population and urbanization have led to overutilization of groundwater resources, resulting in challenges related to water scarcity (<xref ref-type="bibr" rid="B55">Patidar et al., 2021</xref>). The excessive withdrawal of groundwater for agricultural and urban purposes generally lowers water levels, thereby increasing the susceptibility of aquifer saltwater intrusion, which compromises the quality of freshwater resources for potable and irrigation uses (<xref ref-type="bibr" rid="B61">Ramasubramanian et al., 2025</xref>). Because of extensive use and improper management, groundwater levels have decreased over the decades (<xref ref-type="bibr" rid="B52">Ostovari et al., 2015</xref>). Consequently, the investigation and sustainable management of groundwater resources crucially rely on the capacity of underlying aquifers, which requires the implementation of pioneering decision-making methodologies and sophisticated data amalgamation techniques to identify areas with significant groundwater potential accurately (<xref ref-type="bibr" rid="B5">Arabameri et al., 2019</xref>).</p>
<p>Groundwater potential advances Sustainable Development Goal 6 (SDG 6) by facilitating sustainable water access. It also fosters SDG 13 by bolstering resilience against climate-induced groundwater challenges. Furthermore, it aligns with SDG 15 by supporting terrestrial ecosystems and land productivity (<xref ref-type="bibr" rid="B15">Dange et al., 2025</xref>). Sustainable utilization of water resources requires groundwater management. Topographical, hydrological, geological, and climatic factors influence the availability and management of groundwater (<xref ref-type="bibr" rid="B29">Golkarian et al., 2018</xref>). Delineating the groundwater potential zones is crucial for effective planning, management, and sustainable development of any region because groundwater is an imperceptible natural resource (<xref ref-type="bibr" rid="B18">Dist and Mondal, 2017</xref>).</p>
<p>Hydrogeological, geological, and geophysical surveys are expensive and time-consuming in traditional groundwater mapping methods (<xref ref-type="bibr" rid="B54">Pandey et al., 2022</xref>). On the other hand, an alternative, quick, and less costly option is provided by geospatial technology such as GIS and RS (<xref ref-type="bibr" rid="B6">Arulbalaji et al., 2019</xref>). By combining more thematic layers, enabling quick and economic data collection, giving synoptic coverage, and leveraging the requirement for substantial fieldwork and specialized labor, remote sensing and GIS facilitate successful groundwater management (<xref ref-type="bibr" rid="B49">Narendra et al., 2013</xref>; <xref ref-type="bibr" rid="B60">Raj et al., 2024</xref>). Leveraging these benefits, various factual methods have been developed to integrate multiple parameters using the GIS technique, facilitating the effective and economically viable production of a comprehensive groundwater potential map (<xref ref-type="bibr" rid="B71">Selvam et al., 2016</xref>; <xref ref-type="bibr" rid="B48">Muthu and Sudalaimuthu, 2021</xref>). Many researchers have successfully identified groundwater potential areas for sustainable sources of planning and management in recent decades by using Remote sensing and GIS approaches (<xref ref-type="bibr" rid="B38">Kanagaraj et al., 2019</xref>; <xref ref-type="bibr" rid="B1">Abijith et al., 2020</xref>; <xref ref-type="bibr" rid="B83">Thirunavukkarasu and Ambujam, 2020</xref>).</p>
<p>Generally, expert judgment systems and machine learning algorithms are the two approaches for creating a groundwater potential map (<xref ref-type="bibr" rid="B17">D&#x000ED;az-Alcaide and Mart&#x000ED;nez-Santos, 2019</xref>). GIS approaches have been integrated into expert judgment systems such as logistic regression (LR) (<xref ref-type="bibr" rid="B90">Zhang et al., 2018</xref>), certainty factor (CF), probability frequency ratio (FR), weighted evidence (WE), evidentiary belief function (EBF), Analytic hierarchy process (AHP), Fuzzy AHP, and Multi-influence factor techniques are based on human judgment (<xref ref-type="bibr" rid="B12">Boughariou et al., 2021</xref>; <xref ref-type="bibr" rid="B42">Kumar et al., 2021</xref>; <xref ref-type="bibr" rid="B27">Gandhi et al., 2024</xref>). On the other hand, machine learning models have become prominent for their efficacy in elucidating intricate linkages and forecasting groundwater resources, resulting in several investigations into the identification of groundwater potential zones (GWPZ) (<xref ref-type="bibr" rid="B87">Vafadar et al., 2023</xref>). There are numerous machine learning techniques are Artificial Neural Network (ANN), Logistic Regression (LR), Support Vector Machine (SVM), Random Forest (RF), Decision Trees (DT), K-Nearest Neighbor (KNN), Gradient Boosting, Predictive Neural Network (PNN), and Classification regression tree (CRT) used in many regions across the world (<xref ref-type="bibr" rid="B9">Berhanu and Hatiye, 2020</xref>; <xref ref-type="bibr" rid="B58">Prasad et al., 2020</xref>; <xref ref-type="bibr" rid="B66">Saha et al., 2021</xref>; <xref ref-type="bibr" rid="B81">Talukdar et al., 2022</xref>; <xref ref-type="bibr" rid="B74">Shandu and Atif, 2023</xref>; <xref ref-type="bibr" rid="B40">Khan et al., 2024</xref>).</p>
<p>Various methods used for groundwater potential studies require extensive data and resources, this is often limited in coastal regions. As a result, Previous studies sometimes overlooked expert-based thematic layer weighting, which can lead to biased outcomes (<xref ref-type="bibr" rid="B9">Berhanu and Hatiye, 2020</xref>). Moreover, the lack of systematic evaluation in GIS groundwater has led to an underestimate of the importance of key influencing factors (<xref ref-type="bibr" rid="B19">Doke et al., 2021</xref>). The Analytic Hierarchy Process (AHP) functions as a robust Multi-Criteria Decision-Making (MCDM) methodology, quantifying expert assessments and systematically integrating criteria (<xref ref-type="bibr" rid="B21">Elubid et al., 2020</xref>). Intensive agriculture and urbanization in the coastal deltas have caused groundwater over-exploitation, leading to seawater intrusion and groundwater quality degradation (<xref ref-type="bibr" rid="B77">Sridhar et al., 2014</xref>).</p>
<p>Tarangambadi taluk is a coastal agricultural region in Tamil Nadu. There is no previous research that has been conducted to identify the groundwater potential zone in this area. Determining the GWPZ is crucial for the area&#x00027;s sustainable management. The main objective of the research work is to delineate the groundwater potential zone for Tarangambadi taluk through the integration of remote sensing, GIS, and AHP techniques with locally calibrated thematic weights based on recent hydrogeological and remote sensing datasets for the sustainable management of groundwater resources. In a novel approach to GWPZ, the Proximity to sea is a thematic layer to directly examine the spatial influence of seawater intrusion, an essential factor in managing coastal aquifers. This study&#x00027;s innovation is a coastal focus, requiring dual planning for Tarangambadi: recharge enhancement and seawater intrusion prevention.</p></sec>
<sec id="s2">
<title>2 Study area</title>
<p>Tarangambadi, formerly Tranquebar, is a panchayat town in the Mayiladuthurai District of the Indian state of Tamil Nadu. It lies 15 km north of Karaikal, near the mouth of a distributary of the Cauvery River. Tarangambadi is the headquarters of Tarangambadi Taluk. The coordinates of the Tarangambadi taluk lie between 10&#x000B0;58&#x02032;56.53&#x02033;N to 11&#x000B0;09&#x02032;1.86&#x02033;N latitude and 79&#x000B0;40&#x02032;7.60&#x02033;E to 79&#x000B0;51&#x02032;29.41&#x02033;E longitude. It covers an area of 280.96 km<sup>2</sup>. The regional hydrogeological boundaries are delineated in <xref ref-type="fig" rid="F1">Figure 1</xref>.</p>
<fig position="float" id="F1">
<label>Figure 1</label>
<caption><p>Location map of the study area: Tarangambadi Taluk.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0001.tif">
<alt-text>Map showing Tharangambadi Taluk with highlighted river distribution in blue and sample points indicated by purple triangles. Insets show the location within India and Tamil Nadu, with Tharangambadi marked in red. The map includes geographical coordinates and a north arrow.</alt-text>
</graphic>
</fig>
<p>Elevations vary from &#x02212;1 to 13 m above sea level, and slope angles range from 0&#x000B0; to 12&#x000B0;. During the month of summer, March to May, the maximum temperature reaches, and the average annual minimum and maximum temperatures are 24&#x000B0;C and 37&#x000B0;C, respectively. The average yearly rainfall ranges from 886.6 mm to 1,398 mm. The maximum rain falls during the northeast monsoon from October to December. Its topography exhibits a diverse landscape comprising lowlands, alluvial plains, river deltas, and coastal plains. Geology formation majorly consists of active alluvial deposits, active marine deposits, and paleo marine and alluvial deposits. In terms of land cover and land use classification, it predominantly consists of agricultural land, built-up areas, water bodies, and coastal areas. Agriculture is the primary source of income for the rural population. Paddy is the major crop (97 % during the monsoon season), and 47 % of the area is covered under winter crops. Rainfall and groundwater are the main sources of irrigation. Due to the erratic behavior of the southwest monsoon, supplementary irrigation is also required during the Kharif (monsoon) season.</p></sec>
<sec id="s3">
<title>3 Materials and methods</title>
<sec>
<title>3.1 Groundwater influencing factors</title>
<p>The accuracy of groundwater potential assessment depended on the selection of influencing factors. The groundwater influencing factors are selected based on the nature of the study area, considering those with the most significant impact on groundwater recharge. In this process, several elements influencing the presence of groundwater are represented by thematic layers, which are geomorphology, Land use land cover (LULC), geology, soil, rainfall, drainage density, lineament density, proximity to stream, proximity to sea, topographic wetness index (TWI), topographic position index (TPI), slope, normalized difference vegetation index (NDVI), and normalized difference water index (NDWI).</p>
<p>The Geological Survey of India (GSI) contributed geomorphological and geological data. The National Bureau of Soil Survey and Land Use Planning (NBSS &#x00026; LUP) offered Soil data. Specifically, geology, Geomorphology, and soil maps were used at a 1:50,000 scale. In the present investigation, the Land Use/Land Cover (LULC), Normalized Difference Vegetation Index (NDVI), and Normalized Difference Water Index (NDWI) were extracted from Sentinel-2B-2A imagery. Specifically, we utilized a dataset acquired on 16 September 2024 (late southwest monsoon/early northeast monsoon), chosen for minimal cloud cover and representative hydrological conditions was computed from Band 8 (NIR) and Band 4 (Red), while NDWI was derived from Band 8 (NIR) and Band 3 (Green), all of which have a 10 m spatial resolution. LULC mapping was performed using Supervised maximum likelihood algorithms, and accuracy assessment was conducted with reference samples (Google Earth and field verification). Rainfall and groundwater level data were sourced from the State Ground and Surface Water Resources Data Center, Tamil Nadu. Topographic and hydrological parameters, including lineament density, Drainage density, Slope, TWI, TPI, Proximity to stream, and Proximity to sea, were extracted from the Shuttle Radar Topography Mission (SRTM) Digital Elevation Model (DEM) at a 30-meter resolution. All the data are collected from various sources (<xref ref-type="table" rid="T1">Table 1</xref>) and processed in ArcGIS 10.8 software. Interpolation techniques were adopted to formulate continuous spatial surfaces from distinct point measurements, thus supporting the accurate estimation of parameter values in sites that had not been sampled. Among the various methods evaluated, Inverse Distance Weighted was chosen due to its exceptional statistical efficacy with the lowest RMSE and an excellent <italic>R</italic><sup>2</sup> accuracy. <xref ref-type="fig" rid="F2">Figure 2</xref> illustrates the comprehensive methodological framework utilized for calculating the Groundwater Potential Index (GWPI).</p>
<table-wrap position="float" id="T1">
<label>Table 1</label>
<caption><p>Detailing sources, processing techniques, and seasonality of thematic layers.</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>S. No</bold>.</th>
<th valign="top" align="left"><bold>Thematic layer(s)</bold></th>
<th valign="top" align="left"><bold>Data source</bold></th>
<th valign="top" align="left"><bold>Spatial resolution/Scale</bold></th>
<th valign="top" align="left"><bold>Processing technique</bold></th>
<th valign="top" align="left"><bold>Website</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Geomorphology, Geology</td>
<td valign="top" align="left">Geological Survey of India (GSI)</td>
<td valign="top" align="left">1:50,000</td>
<td valign="top" align="left">Visual interpretation of GSI maps, supported with satellite imagery</td>
<td valign="top" align="left"><ext-link ext-link-type="uri" xlink:href="https://bhukosh.gsi.gov.in/Bhukosh/Public">https://bhukosh.gsi.gov.in/Bhukosh/Public</ext-link></td>
</tr> <tr>
<td valign="top" align="left">2</td>
<td valign="top" align="left">Soil</td>
<td valign="top" align="left">National Bureau of Soil Survey &#x00026; Land Use Planning (NBSS &#x00026; LUP)</td>
<td valign="top" align="left">1:50,000</td>
<td valign="top" align="left">Direct use of NBSS&#x00026;LUP maps</td>
<td valign="top" align="left"><ext-link ext-link-type="uri" xlink:href="https://icar-nbsslup.org.in/">https://icar-nbsslup.org.in/</ext-link></td>
</tr> <tr>
<td valign="top" align="left">3</td>
<td valign="top" align="left">LULC, NDVI, NDWI</td>
<td valign="top" align="left">Sentinel-2B Level 2A</td>
<td valign="top" align="left">10 m</td>
<td valign="top" align="left">Band combinations &#x00026; indices; supervised maximum likelihood classification</td>
<td valign="top" align="left"><ext-link ext-link-type="uri" xlink:href="https://browser.dataspace.copernicus.eu">https://browser.dataspace.copernicus.eu</ext-link></td>
</tr> <tr>
<td valign="top" align="left">4</td>
<td valign="top" align="left">Rainfall, Groundwater Level</td>
<td valign="top" align="left">State Ground &#x00026; Surface Water Resources Data Centre (PWD)</td>
<td valign="top" align="left">Point data</td>
<td valign="top" align="left">Data interpolation IDW techniques for rainfall and observation wells for water level</td>
<td valign="top" align="left"><ext-link ext-link-type="uri" xlink:href="https://www.groundwatertnpwd.org.in/indexnew.htm">https://www.groundwatertnpwd.org.in/indexnew.htm</ext-link></td>
</tr> <tr>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Lineament Density, Drainage Density, Slope, TWI, TPI, Proximity to Stream and Sea</td>
<td valign="top" align="left">SRTM DEM (USGS)</td>
<td valign="top" align="left">30 m</td>
<td valign="top" align="left">DEM derivatives: slope &#x00026; terrain indices (GIS), hydrological analysis for drainage; lineament extraction via edge detection &#x00026; directional filtering</td>
<td valign="top" align="left"><ext-link ext-link-type="uri" xlink:href="https://earthexplorer.usgs.gov/">https://earthexplorer.usgs.gov/</ext-link></td>
</tr></tbody>
</table>
</table-wrap>
<fig position="float" id="F2">
<label>Figure 2</label>
<caption><p>Procedural flow chart for Groundwater Potential Index.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0002.tif">
<alt-text>Flowchart illustrating the process of dataset collection and analysis for groundwater potential mapping. Data sources include satellite data, conventional data, and climate data. Satellite data contributes factors like slope and drainage density, while conventional data adds geology and soil information. Climate data includes rainfall. These inputs undergo standardization and reclassification at a resolution of thirty by thirty meters. A pairwise comparison matrix and weighted overlay analysis in GIS are used to produce the Groundwater Potential Index Map, which is validated against groundwater levels.</alt-text>
</graphic>
</fig>
</sec>
<sec>
<title>3.2 Analytical hierarchy process</title>
<p>The Analytic Hierarchy Process (AHP), developed by Thomas L. <xref ref-type="bibr" rid="B65">Saaty (1980</xref>), is a decision-making framework that helps to solve complex problems in a clear hierarchical model. It applies pairwise comparison to quantify the relative importance of criteria using a standard scale. AHP also calculates consistency ratios to ensure the expert judgments remain logically sound and reliable (<xref ref-type="bibr" rid="B63">Saaty, 1987</xref>). AHP offers advantages such as transparency and simplicity, effectively integrating quantitative and qualitative criteria in water resources management (<xref ref-type="bibr" rid="B13">Cabrera et al., 2011</xref>). The Analytic Hierarchy Process (AHP) provides a versatile framework that facilitates the modification of expert assessment, affording individuals the most challenging and intricate issues (<xref ref-type="bibr" rid="B26">Galo, 2017</xref>).</p>
</sec>
<sec>
<title>3.3 Assignment of the weight by AHP</title>
<p>The Analytical Hierarchy Process (AHP) is a coherent approach utilized for the organization and scrutiny of complex decision-making environments, and it is broadly implemented in groundwater potential evaluation. The determination and ranking of parameters and sub-parameters in the AHP necessitate a coherent framework that incorporates expert evaluation, thematic layers, and geospatial analysis (<xref ref-type="bibr" rid="B4">Anteneh et al., 2022</xref>). The specification of parameters is commonly guided by specialist perspectives and extensive literature assessments, thereby affirming that the most relevant elements are acknowledged for the designated research area (<xref ref-type="bibr" rid="B51">Osinowo and Arowoogun, 2020</xref>). The AHP methodology utilizes Saaty&#x00027;s nine-point scale to allocate weights to each parameter according to its relative significance, as displayed in <xref ref-type="table" rid="T2">Table 2</xref> (<xref ref-type="bibr" rid="B32">Hayer et al., 2023</xref>). This scale facilitates a pairwise comparison of parameters, thereby promoting a structured decision-making paradigm. Following the assignment of initial weights, the values undergo normalization to ensure that they collectively equal one (<xref ref-type="bibr" rid="B62">Ravindran et al., 2024</xref>). This procedure is instrumental in preserving consistency and comparability across various parameters. The weights are derived by averaging the normalized values corresponding to each row, yielding a priority vector that conveys the relative importance of each criterion (<xref ref-type="bibr" rid="B35">Jarrah et al., 2022</xref>). These weights equate to unity as they are extracted from a normalized matrix, thereby guaranteeing that cumulative importance is allocated across all criteria (<xref ref-type="bibr" rid="B80">Szabo et al., 2021</xref>). The final weights exemplify the relative importance of each criterion within the decision-making framework, thus enabling a clear prioritization of alternatives (<xref ref-type="bibr" rid="B33">Howari et al., 2023</xref>). Applied importance based on the Saaty scale in the pairwise matrix for the AHP is displayed in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap position="float" id="T2">
<label>Table 2</label>
<caption><p>The fundamental scale of AHP (<xref ref-type="bibr" rid="B65">Saaty, 1980</xref>).</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>Scale</bold></th>
<th valign="top" align="left"><bold>Intensity of Importance</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Equal importance</td>
</tr> <tr>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Moderate importance</td>
</tr> <tr>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Strong importance</td>
</tr> <tr>
<td valign="top" align="left">7</td>
<td valign="top" align="left">Strong Plus importance</td>
</tr> <tr>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very strong plus importance</td>
</tr> <tr>
<td valign="top" align="left">2,4,6,8</td>
<td valign="top" align="left">Adjacent judgment of the intermediate value</td>
</tr></tbody>
</table>
</table-wrap>
<table-wrap position="float" id="T3">
<label>Table 3</label>
<caption><p>Matrix for pairwise comparison in the Analytical Hierarchy Process (AHP).</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>Thematic Maps</bold></th>
<th valign="top" align="center"><bold>GM</bold></th>
<th valign="top" align="center"><bold>LULC</bold></th>
<th valign="top" align="center"><bold>GG</bold></th>
<th valign="top" align="center"><bold>S</bold></th>
<th valign="top" align="center"><bold>RF</bold></th>
<th valign="top" align="center"><bold>DD</bold></th>
<th valign="top" align="center"><bold>LD</bold></th>
<th valign="top" align="center"><bold>PST</bold></th>
<th valign="top" align="center"><bold>PSE</bold></th>
<th valign="top" align="center"><bold>TWI</bold></th>
<th valign="top" align="center"><bold>TPI</bold></th>
<th valign="top" align="center"><bold>SLOPE</bold></th>
<th valign="top" align="center"><bold>NDVI</bold></th>
<th valign="top" align="center"><bold>NDWI</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">Geomorphology (GM)</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">7</td>
<td valign="top" align="center">7</td>
<td valign="top" align="center">7</td>
</tr> <tr>
<td valign="top" align="left">LULC</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">7</td>
</tr> <tr>
<td valign="top" align="left">Geology (GG)</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">6</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">7</td>
</tr> <tr>
<td valign="top" align="left">Soil (S)</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">7</td>
</tr> <tr>
<td valign="top" align="left">Rainfall (RF)</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">5</td>
</tr> <tr>
<td valign="top" align="left">Drainage Density (DD)</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
</tr> <tr>
<td valign="top" align="left">Lineament Density (LD)</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">5</td>
</tr> <tr>
<td valign="top" align="left">Proximity to Stream (PST)</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">5</td>
</tr> <tr>
<td valign="top" align="left">Proximity to Sea (PSE)</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">2</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">4</td>
<td valign="top" align="center">4</td>
</tr> <tr>
<td valign="top" align="left">TWI</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">5</td>
</tr> <tr>
<td valign="top" align="left">TPI</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/2</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">5</td>
<td valign="top" align="center">5</td>
</tr> <tr>
<td valign="top" align="left">SLOPE</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
<td valign="top" align="center">3</td>
</tr> <tr>
<td valign="top" align="left">NDVI</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/6</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
<td valign="top" align="center">3</td>
</tr> <tr>
<td valign="top" align="left">NDWI</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/7</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/4</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/5</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1/3</td>
<td valign="top" align="center">1</td>
</tr></tbody>
</table>
</table-wrap>
<p>The Consistency Ratio (CR), a construction first articulated by Saaty in 1980, serves as a metric for evaluating the coherence in the allocation of weight attributed to various parameters. This ratio facilitates a quantitative evaluation of weights derived from the normalized pairwise comparison matrix (NPCM) delineated in <xref ref-type="table" rid="T4">Table 4</xref>. If the CR fall below 0.10 (10%), it signifies a substantial degree of precision; in contrast, if the CR surpasses 0.10, it may necessitate a re-evaluation of the judgments to secure enhanced accuracy (<xref ref-type="bibr" rid="B64">Saaty, 1977</xref>).</p>
<disp-formula id="E1"><label>(1)</label><mml:math id="M1"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mi>C</mml:mi><mml:mi>I</mml:mi><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:msub><mml:mrow><mml:mi>&#x003BB;</mml:mi></mml:mrow><mml:mrow><mml:mi>m</mml:mi><mml:mi>a</mml:mi><mml:mi>x</mml:mi><mml:mtext>&#x000A0;</mml:mtext></mml:mrow></mml:msub><mml:mo>-</mml:mo><mml:mi>N</mml:mi></mml:mrow><mml:mrow><mml:mi>N</mml:mi><mml:mo>-</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:mfrac></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
<disp-formula id="E2"><label>(2)</label><mml:math id="M2"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mi>C</mml:mi><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi>C</mml:mi><mml:mi>I</mml:mi></mml:mrow><mml:mrow><mml:mi>R</mml:mi><mml:mi>I</mml:mi></mml:mrow></mml:mfrac></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
<p>Where CR = Consistency Ratio (CR)</p>
<p>CI = Consistency Index (CI), and RI = Random Consistency Index (RI)</p>
<p>&#x003BB;<sub><italic>max</italic></sub> = largest eigenvalue and N = Number of parameters.</p>
<table-wrap position="float" id="T4">
<label>Table 4</label>
<caption><p>Normalized Pairwise Comparison Matrix (NPCM).</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>Thematic maps</bold></th>
<th valign="top" align="center"><bold>GM</bold></th>
<th valign="top" align="center"><bold>LULC</bold></th>
<th valign="top" align="center"><bold>GG</bold></th>
<th valign="top" align="center"><bold>S</bold></th>
<th valign="top" align="center"><bold>RF</bold></th>
<th valign="top" align="center"><bold>DD</bold></th>
<th valign="top" align="center"><bold>LD</bold></th>
<th valign="top" align="center"><bold>PST</bold></th>
<th valign="top" align="center"><bold>PSE</bold></th>
<th valign="top" align="center"><bold>TWI</bold></th>
<th valign="top" align="center"><bold>TPI</bold></th>
<th valign="top" align="center"><bold>SLOPE</bold></th>
<th valign="top" align="center"><bold>NDVI</bold></th>
<th valign="top" align="center"><bold>NDWI</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">Geomorphology (GM)</td>
<td valign="top" align="center">0.21</td>
<td valign="top" align="center">0.32</td>
<td valign="top" align="center">0.21</td>
<td valign="top" align="center">0.18</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.19</td>
<td valign="top" align="center">0.20</td>
<td valign="top" align="center">0.17</td>
<td valign="top" align="center">0.14</td>
<td valign="top" align="center">0.18</td>
<td valign="top" align="center">0.14</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.12</td>
<td valign="top" align="center">0.10</td>
</tr> <tr>
<td valign="top" align="left">LULC</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.16</td>
<td valign="top" align="center">0.31</td>
<td valign="top" align="center">0.27</td>
<td valign="top" align="center">0.23</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.17</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.14</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.10</td>
</tr> <tr>
<td valign="top" align="left">Geology (GG)</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.18</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.14</td>
<td valign="top" align="center">0.12</td>
<td valign="top" align="center">0.14</td>
<td valign="top" align="center">0.11</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
</tr> <tr>
<td valign="top" align="left">Soil (S)</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.19</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
</tr> <tr>
<td valign="top" align="left">Rainfall (RF)</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.08</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
</tr> <tr>
<td valign="top" align="left">Drainage Density (DD)</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.08</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.06</td>
<td valign="top" align="center">0.15</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.06</td>
</tr> <tr>
<td valign="top" align="left">Lineament Density (LD)</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.13</td>
<td valign="top" align="center">0.10</td>
<td valign="top" align="center">0.06</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
</tr> <tr>
<td valign="top" align="left">Proximity to Stream (PST)</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
</tr> <tr>
<td valign="top" align="left">Proximity to Sea (PSE)</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.04</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.06</td>
</tr> <tr>
<td valign="top" align="left">TWI</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.07</td>
</tr> <tr>
<td valign="top" align="left">TPI</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.07</td>
<td valign="top" align="center">0.09</td>
<td valign="top" align="center">0.07</td>
</tr> <tr>
<td valign="top" align="left">SLOPE</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.05</td>
<td valign="top" align="center">0.04</td>
</tr> <tr>
<td valign="top" align="left">NDVI</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.00</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.04</td>
</tr> <tr>
<td valign="top" align="left">NDWI</td>
<td valign="top" align="center">0.03</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.02</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.00</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
<td valign="top" align="center">0.01</td>
</tr></tbody>
</table>
</table-wrap>
</sec>
<sec>
<title>3.4 Groundwater potential zone model</title>
<p>A commonly applied technique for identifying Groundwater Potential Zones (GWPZ) in the realm of Geographic Information Systems (GIS) is the Weighted Overlay Analysis (WOA) (<xref ref-type="bibr" rid="B82">Thanh et al., 2022</xref>; <xref ref-type="bibr" rid="B36">Jebaraj and Rajagopal, 2024</xref>). WOA represents a multi-criteria decision-making (MCDM) approach that synthesizes diverse thematic layers, each assigned weights that accurately represent their respective impacts on groundwater potential (<xref ref-type="bibr" rid="B9">Berhanu and Hatiye, 2020</xref>). This methodology facilitates spatial decision-making by systematically and transparently amalgamating standardized raster inputs.</p>
<p>Weights are allocated to each variable following their comparative significance to the prevalence of groundwater occurrence (<xref ref-type="bibr" rid="B39">Kandakoglu et al., 2019</xref>). Those weights can be allocated through expert assessments, comprehensive literature evaluations, or applied through a systematic AHP technique (<xref ref-type="bibr" rid="B2">Aladejana et al., 2016</xref>). The weights for fourteen criteria and their sub-criteria were incorporated into thematic layers in ArcGIS. The groundwater potential map was produced through weighted overlay analysis in GIS. This process involved computing the weighted sum of thematic layers as per <xref ref-type="disp-formula" rid="E3">Equation 3</xref>.</p>
<disp-formula id="E3"><label>(3)</label><mml:math id="M3"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mtext>GWPZ&#x000A0;Index</mml:mtext><mml:mo>=</mml:mo><mml:msubsup><mml:mrow><mml:mstyle displaystyle="true"><mml:mo>&#x02211;</mml:mo></mml:mstyle></mml:mrow><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msubsup><mml:mrow><mml:mo stretchy="false">(</mml:mo><mml:mrow><mml:mi>W</mml:mi><mml:mi>i</mml:mi><mml:mo>&#x000D7;</mml:mo><mml:mi>X</mml:mi><mml:mi>i</mml:mi></mml:mrow><mml:mo stretchy="false">)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
<p>Where Wi is denoted as the weightage of each parameter, and Xi refers to the rank of each thematic layer. The raster output layer from the Weighted Overlay Analysis (WOA) is classified into five categories: very low, low, moderate, and very high. This classification is based on the identification of regions with varying groundwater potential yield in the research area.</p>
</sec>
</sec>
<sec id="s4">
<title>4 Results and discussion</title>
<p>This study employed fourteen thematic maps to evaluate groundwater potential. The maps comprised Geomorphology, LULC, Geology, Soil, Rainfall, Drainage Density, Lineament Density, Proximity to Stream, Proximity to Sea, TWI, TPI, Slope, NDVI, and NDWI, all recognized for their impact on groundwater. The assessment of each thematic layer&#x00027;s weight was performed using the Analytic Hierarchy Process (AHP) (<xref ref-type="bibr" rid="B85">Twaha et al., 2024</xref>), which entails systematic pairwise comparisons based on the relative significance of each parameter (geomorphology, LULC, soil, Rainfall, etc.) concerning groundwater occurrence and recharge. The relative significance of those variables was ascertained through a comprehensive examination of extant peer-reviewed literature on groundwater potential mapping within analogous hydrogeological contexts, in conjunction with distinctive characteristics of the study area, encompassing hydrogeological conditions and field observations. In the lack of direct consultation with subject matter experts, we utilized the established weight range documented in credible academic research (<xref ref-type="bibr" rid="B6">Arulbalaji et al., 2019</xref>; <xref ref-type="bibr" rid="B73">Senthilkumar et al., 2019</xref>) and modified it by the regional characteristics identified in Tarangambadi Taluk. The resultant pairwise matrix attained a consistency ratio (CR) of less than 0.1, signifying a robust and dependable weighting framework. The study reported a consistency index (CI) of 0.155 and a consistency ratio (CR) of 0.094323, indicating satisfactory consistency. The thematic map category rankings were derived from previous studies and field expertise. Variables significantly affecting groundwater were assigned higher weights, while those with minimal influence received lower weights (<xref ref-type="bibr" rid="B37">Kadiri et al., 2023</xref>). The pairwise comparison matrix and normalized weights for parameters according to the AHP model are illustrated in <xref ref-type="table" rid="T3">Tables 3</xref>, <xref ref-type="table" rid="T4">4</xref>. <xref ref-type="table" rid="T5">Table 5</xref> displays the weightage assigned to the fourteen thematic maps and their respective subclasses.</p>
<table-wrap position="float" id="T5">
<label>Table 5</label>
<caption><p>Weightage and rank of subclasses of groundwater influencing factor.</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>S. No</bold></th>
<th valign="top" align="left"><bold>Factors</bold></th>
<th valign="top" align="left"><bold>Weightage</bold></th>
<th valign="top" align="left"><bold>Sub classes</bold></th>
<th valign="top" align="left"><bold>Rank</bold></th>
<th valign="top" align="left"><bold>Assigned rank</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Geomorphology</td>
<td valign="top" align="left">0.178</td>
<td valign="top" align="left">Flood plain</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Coastal plain</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Salt pan</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Deltanic plain</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Water body</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">2</td>
<td valign="top" align="left">LULC</td>
<td valign="top" align="left">0.163</td>
<td valign="top" align="left">Water</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Trees</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Flooded vegetation</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Crops</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Built-Up</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Bare land</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Rangeland</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr> <tr>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Geology</td>
<td valign="top" align="left">0.118</td>
<td valign="top" align="left">Palaeo marine deposit</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Palaeo fluvial deposit</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Active marine deposit</td>
<td valign="top" align="left">4</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Active fluvial deposit</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very high</td>
</tr> <tr>
<td valign="top" align="left">4</td>
<td valign="top" align="left">Soil</td>
<td valign="top" align="left">0.103</td>
<td valign="top" align="left">Entisols</td>
<td valign="top" align="left">6</td>
<td valign="top" align="left">moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Inceptisols</td>
<td valign="top" align="left">8</td>
<td valign="top" align="left">high</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Pondicherry</td>
<td valign="top" align="left">4</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">Vertisols</td>
<td valign="top" align="left">2</td>
<td valign="top" align="left">Low</td>
</tr> <tr>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Rainfall</td>
<td valign="top" align="left">0.082</td>
<td valign="top" align="left">886.6 to 976.9</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">977 to 1,089</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1,090 to 1,199</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1,200 to 1,300</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1,301 to 1398</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">6</td>
<td valign="top" align="left">Drainage Density</td>
<td valign="top" align="left">0.073</td>
<td valign="top" align="left">0 to 0.2798</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.2799 to 0.7927</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.7928 to 1.29</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1.291 to 1.943</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1.944 to 3.963</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr> <tr>
<td valign="top" align="left">7</td>
<td valign="top" align="left">Lineament Density</td>
<td valign="top" align="left">0.062</td>
<td valign="top" align="left">0 to 0.1363</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.1364 to 0.3969</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.397 to 0.6334</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.6335 to 0.8539</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.854 to 1.022</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">8</td>
<td valign="top" align="left">Proximity to Stream</td>
<td valign="top" align="left">0.054</td>
<td valign="top" align="left">0 to 391.9</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">392 to 832.9</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">833 to 1,404</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1,405 to 2,205</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">2,206 to 4,164</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr> <tr>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Proximity to Sea</td>
<td valign="top" align="left">0.043</td>
<td valign="top" align="left">0 to 3,621</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">3,622 to 7,400</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr> <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">7,401 to 11,100</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">11,110 to 14,880</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">14,890 to 20,070</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">10</td>
<td valign="top" align="left">TWI</td>
<td valign="top" align="left">0.039</td>
<td valign="top" align="left">4.881 to 7.914</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">7.915 to 9.868</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">9.869 to 11.89</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">11.9 to 14.59</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">14.6 to 22.07</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">11</td>
<td valign="top" align="left">TPI</td>
<td valign="top" align="left">0.032</td>
<td valign="top" align="left">&#x02212;3.6 to &#x02212;0.5209</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.5208 to &#x02212;0.1403</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.1402 to 0.3095</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.3096 to 0.863</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.8631 to 5.222</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr> <tr>
<td valign="top" align="left">12</td>
<td valign="top" align="left">Slope</td>
<td valign="top" align="left">0.023</td>
<td valign="top" align="left">0 to 0.5531</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.5532 to 1.408</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">1.409 to 2.414</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">2.415 to 3.771</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">3.772 to 12.82</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr> <tr>
<td valign="top" align="left">13</td>
<td valign="top" align="left">NDVI</td>
<td valign="top" align="left">0.017</td>
<td valign="top" align="left">&#x02212;0.1423 to 0.1015</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.1016 to 0.1857</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.1858 to 0.2728</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.2729 to 0.3686</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">0.3687 to 0.5979</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr> <tr>
<td valign="top" align="left">14</td>
<td valign="top" align="left">NDWI</td>
<td valign="top" align="left">0.013</td>
<td valign="top" align="left">&#x02212;0.51271 to &#x02212;0.31534</td>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Very Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.31533 to &#x02212;0.23859</td>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Low</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.23858 to &#x02212;0.16184</td>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Moderate</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.16183 to 0.068635</td>
<td valign="top" align="left">7</td>
<td valign="top" align="left">High</td>
</tr>
 <tr>
<td/>
<td/>
<td/>
<td valign="top" align="left">&#x02212;0.068634 to 0.1863</td>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Very High</td>
</tr></tbody>
</table>
</table-wrap>
<sec>
<title>4.1 Geomorphology</title>
<p>Assessment of geomorphology elucidates the genesis, distribution, and dynamics of groundwater (<xref ref-type="bibr" rid="B43">Letz et al., 2021</xref>). In geomorphological formations, the presence of groundwater is predominantly shaped by lithological characteristics, gradient, drainage configuration, infiltration capacity, and hydrological runoff (<xref ref-type="bibr" rid="B6">Arulbalaji et al., 2019</xref>; <xref ref-type="bibr" rid="B53">Pandey and Purohit, 2022</xref>). Based on the geomorphological attributes of the research area (<xref ref-type="fig" rid="F3">Figure 3a</xref>) includes a deltaic plain, floodplains, a coastal plain, a salt pan, and water bodies. The deltaic plain, which constitutes the predominant portion of the region (77.66%), displays elevated groundwater potential. This phenomenon can be attributed to its fine-textured alluvial deposits and level topography that facilitate both infiltration and groundwater retention (<xref ref-type="bibr" rid="B50">Nazir et al., 2024</xref>). Floodplains, despite occupying a lesser area (6.10%), also manifest extremely high groundwater potential. The coastal plain comprises 14.17% of the area and is characterized by moderate groundwater potential. Salt pans represent only 0.53% of the area and demonstrate minimal groundwater potential due to saline soil and poor infiltration capacity. Conversely, water bodies, although they represent only 1.54% of the total area, are classified as exhibiting very high groundwater potential.</p>
<fig position="float" id="F3">
<label>Figure 3</label>
<caption><p>Thematic map of study area: <bold>(a)</bold> Geomorphology; <bold>(b)</bold> LULC; <bold>(c)</bold> Geology; <bold>(d)</bold> Soil.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0003.tif">
<alt-text>Four thematic maps display different aspects of a region. Panel (a) shows geomorphology with features like flood plains and coastal plains. Panel (b) illustrates land use and land cover, showing trees, crops, and built-up areas. Panel (c) presents geology with various deposits such as marine and fluvial. Panel (d) depicts soil types including entisols and vertisols. Each map includes a legend and compass rose for orientation.</alt-text>
</graphic>
</fig>
</sec>
<sec>
<title>4.2 LULC</title>
<p>Evaluating land use and land cover (LULC) is essential for understanding groundwater resources and sustainable management (<xref ref-type="bibr" rid="B61">Ramasubramanian et al., 2025</xref>). Land use and cover alterations significantly affect groundwater potential through their effect on recharge, groundwater levels, and water quality (<xref ref-type="bibr" rid="B76">Siddik et al., 2022</xref>; <xref ref-type="bibr" rid="B68">Salem et al., 2023</xref>). The LULC maps originate from Sentinel-2 Level-1C satellite imagery from 2023. The study area is characterized by cropland area (77.47%), built-up area (17.86%), water (2.27%), trees (0.64%), flooded vegetation (0.04%), Bare land (0.06%), and Range land (1.65%), as shown in <xref ref-type="fig" rid="F3">Figure 3b</xref>. Cropland, water, trees, and flooded vegetation are optimal for recharge due to their facilitation of rainwater and irrigation water percolation, thus receiving greater weightage (<xref ref-type="bibr" rid="B69">Saravanan et al., 2020</xref>). In built-up areas, minimal weightage is observed due to increased runoff and reduced recharge (<xref ref-type="bibr" rid="B41">Kumar et al., 2024</xref>).</p>
</sec>
<sec>
<title>4.3 Geology</title>
<p>Geological factors critically influence groundwater potential by affecting its storage, flow, and replenishment (<xref ref-type="bibr" rid="B53">Pandey and Purohit, 2022</xref>). In the Tarangambadi Taluk study area, four prominent geological formations were delineated: palaeo marine deposits, palaeo fluvial deposits, active marine deposits, and active fluvial deposits, each possessing unique lithological and stratigraphic characteristics that influence groundwater behavior (<xref ref-type="fig" rid="F3">Figure 3c</xref>). Palaeo marine deposits, comprising 27.58% of the region, consist of ancient sediments primarily formed from compacted clays and silts, exhibiting limited groundwater potential due to their fine-grained composition and low permeability (<xref ref-type="bibr" rid="B23">Faria et al., 2022</xref>). Conversely, Palaeo Fluvial deposits, which are 18.97%, are characterized by well-sorted sands and gravels that enhance porosity and permeability, thus facilitating significant groundwater recharge and functioning as crucial aquifer units (<xref ref-type="bibr" rid="B67">Sahoo et al., 2024</xref>). Active marine deposits, representing 46.69% of the area, consist of silty sands with moderate permeability, leading to a low to moderate groundwater potential, while active fluvial deposits, despite their smaller coverage of 6.76%, demonstrate exceptional groundwater resource potential due to their high recharge capacity from unconsolidated materials (<xref ref-type="bibr" rid="B78">Sud et al., 2023</xref>). <xref ref-type="fig" rid="F3">Figure 3c</xref> presents the geological map of the research area.</p>
</sec>
<sec>
<title>4.4 Soil</title>
<p>Soil properties are critical for evaluating groundwater potential, as they affect infiltration and recharge rates (<xref ref-type="bibr" rid="B7">Arunbose et al., 2021</xref>). The interrelationship between soil and groundwater potential is governed by soil texture, structure, and hydraulic properties that affect groundwater infiltration and recharge (<xref ref-type="bibr" rid="B47">Muniraj et al., 2020</xref>; <xref ref-type="bibr" rid="B88">Vellaikannu et al., 2021</xref>). The soil group is classified into four categories: Entisols, Inceptisols, Vertisols, and Pondicherry soils, each uniquely influencing groundwater processes, as displayed in <xref ref-type="fig" rid="F3">Figure 3d</xref>. Entisols, constituting approximately 37.60% of the study area, are relatively immature soil exhibiting minimal profile development, predominantly sandy to loamy in texture, which allows for moderate infiltration and drainage (<xref ref-type="bibr" rid="B70">Sathiyamoorthy et al., 2023</xref>). Inceptisols, representing 17.56%, are more developed than entisols, typically situated on alluvial plains, possessing superior structure and porosity that enhance vertical percolation and groundwater recharge (<xref ref-type="bibr" rid="B44">Loganathan and Sathiyamoorthy, 2024</xref>). Vertisols, the predominant soil type at 44.71%, are distinguished by their high clay content and shrink-swell characteristics (<xref ref-type="bibr" rid="B60">Raj et al., 2024</xref>; <xref ref-type="bibr" rid="B44">Loganathan and Sathiyamoorthy, 2024</xref>). Finally, a negligible 0.13% of the area consists of Pondicherry soil, which is coastal and often saline.</p>
</sec>
<sec>
<title>4.5 Rainfall</title>
<p>Precipitation significantly influences the assessment of groundwater potential, serving as the principal contributor to aquifer recharge (<xref ref-type="bibr" rid="B83">Thirunavukkarasu and Ambujam, 2020</xref>; <xref ref-type="bibr" rid="B60">Raj et al., 2024</xref>). The replenishment of groundwater through rainfall is contingent upon precipitation levels, soil moisture deficits, interception losses, and potential evaporation rates (<xref ref-type="bibr" rid="B75">Siddi Raju et al., 2019</xref>). The magnitude and temporal extent of precipitation significantly influence infiltration capacity and recharge potential (<xref ref-type="bibr" rid="B47">Muniraj et al., 2020</xref>). Prolonged low-intensity rainfall enhances infiltration and recharge, whereas short-duration, high-intensity precipitation leads to increased surface runoff and diminished recharge (<xref ref-type="bibr" rid="B47">Muniraj et al., 2020</xref>; <xref ref-type="bibr" rid="B72">Senapati and Das, 2022</xref>). In the study zone, average annual rainfall varying from 886.6 mm to 1398 mm is shown in <xref ref-type="fig" rid="F4">Figure 4a</xref>. The rainfall map was classified into five categories: 886.6&#x02013;976 mm (18.59%), 977&#x02013;1,089 mm (16.03%), 1,090&#x02013;1,199 mm (16.37%), 1,200&#x02013;1,300 mm (20.42%), and 1,301&#x02013;1,398 mm (28.59%).</p>
<fig position="float" id="F4">
<label>Figure 4</label>
<caption><p>Thematic map of study area: <bold>(a)</bold> Rainfall; <bold>(b)</bold> Drainage Density (km/km<sup>2</sup>); <bold>(c)</bold> Lineament Density (km/km<sup>2</sup>); <bold>(d)</bold> Proximity to Stream; <bold>(e)</bold> Proximity to Sea; <bold>(f)</bold> Slope.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0004.tif">
<alt-text>A set of six maps showing different geospatial data for a specific area.  a) Rainfall map with color gradients indicating rainfall levels from 886 to 1,398 millimeters.  b) Drainage density map displaying various intensities from 0.2786 to 3.963 square kilometers.  c) Lineament density map with values ranging from 0.1306 to 1.022 square kilometers highlighted by color variations.  d) Proximity to stream map showing distances from 391.29 to 4,164 kilometers in different colors.  e) Proximity to sea map with zones from 0 to 20.070 kilometers shown in distinct colors. f) Slope map indicating slope variations from 0.6531 to 3.722 degrees with a colorful gradient. All maps include scale bars and north arrows.</alt-text>
</graphic>
</fig>
</sec>
<sec>
<title>4.6 Drainage density</title>
<p>The drainage density is crucial for evaluating groundwater potential, indicating surface runoff relative to infiltration (<xref ref-type="bibr" rid="B25">Francis et al., 2024</xref>). In the studied region, drainage density is classified into five categories, each representing a unique correlation with groundwater recharge capability. Areas with high drainage density (1.994&#x02013;3.963 km/km<sup>2</sup>) constitute 2.35% of the region. High drainage density suggests steep terrains and impermeable surfaces, which elevate surface runoff and diminish infiltration (<xref ref-type="bibr" rid="B30">Guduru and Jilo, 2022</xref>). Similarly, a zone with moderately high drainage density (1.292&#x02013;1.943 km/km<sup>2</sup>) covers 8.65% and aligns with inadequate groundwater recharge due to increased runoff (<xref ref-type="bibr" rid="B86">Uc Castillo et al., 2022</xref>). Conversely, regions with very low drainage density (0&#x02013;0.2798 km/km<sup>2</sup>), which comprise 54.05% of the area, are characterized by mild slopes and permeable materials that facilitate infiltration and aquifer recharge (<xref ref-type="bibr" rid="B45">Melese and Belay, 2022</xref>). Low drainage density zones (0.2799&#x02013;0.7927 km/km<sup>2</sup>) cover 15.59% of the area, while moderate drainage density values (0.7928&#x02013;1.29 km/km<sup>2</sup>) represent 19.36% of the study region. <xref ref-type="fig" rid="F4">Figure 4b</xref> shows the spatial distribution of the drainage density map.</p>
</sec>
<sec>
<title>4.7 Lineament density</title>
<p>Various geological formations encompassing faults, fractures, joints, and dykes serve as fundamental elements for the quantification of lineaments (<xref ref-type="bibr" rid="B38">Kanagaraj et al., 2019</xref>). The geological configuration of the lithosphere profoundly affects hydrological flow in both surface and subsurface environments (<xref ref-type="bibr" rid="B34">Hussein et al., 2017</xref>). A distinct correlation exists between the lineament density and zones of groundwater potential, as the lineament density regulates the volume of surface water that infiltrates aquifers (<xref ref-type="bibr" rid="B70">Sathiyamoorthy et al., 2023</xref>). An area characterized by a heightened lineament length density signifies substantial groundwater potential, suggesting an augmentation in secondary porosity (<xref ref-type="bibr" rid="B41">Kumar et al., 2024</xref>). The majority (90%) of areas are viable locations associated with diminished lineament density values, as exemplified in <xref ref-type="fig" rid="F4">Figure 4c</xref>.</p>
</sec>
<sec>
<title>4.8 Proximity to stream</title>
<p>Areas closer to the stream generally have higher recharge capacity because water infiltration is more extensive, and greater influence on groundwater levels (<xref ref-type="bibr" rid="B57">Popalzai et al., 2023</xref>). Flat terrain where the groundwater level is higher than in another region, especially if it&#x00027;s closer to a stream network (<xref ref-type="bibr" rid="B22">Faheem et al., 2023</xref>). Water near the stream spends less time traveling through the subsurface before reaching the water-bearing layers. In the research zone, the location near the stream, approximately 392 m away, is classified as a very high-potential area, accounting for 36%. The distance of 833 m is classified as high potential, with 32% of the area falling under this category. The remaining 21 and 8% of areas come under moderate and low potential, respectively. <xref ref-type="fig" rid="F4">Figure 4d</xref> shows the proximity to stream of the study area.</p>
</sec>
<sec>
<title>4.9 Proximity to sea</title>
<p>The intrusion of the Sea can compromise the quality of groundwater and limit its availability in coastal zones (<xref ref-type="bibr" rid="B59">Prusty and Farooq, 2020</xref>). Due to the minimal inland topographical variation and the progressive rise in sea levels, low-lying coastal areas exhibit heightened susceptibility (<xref ref-type="bibr" rid="B89">Zamrsky et al., 2024</xref>). When evaluating groundwater potential, incorporating Proximity to Sea habitats as an essential factor significantly enhances the utility of GIS-oriented MCDA-AHP techniques (<xref ref-type="bibr" rid="B3">Alshehri et al., 2024</xref>). Distance to sea is a crucial factor for evaluating groundwater potential assessment in coastal areas (<xref ref-type="bibr" rid="B10">Bhawan Faridabad, 2014</xref>). The Distance from the Sea varies from 0 to 20,700 m, as shown in <xref ref-type="fig" rid="F4">Figure 4e</xref>. It is classified into five categories: 0 to 3621 m is very close to the sea with the highest risk of seawater intrusion, followed by 3,622 m to 7,400 m, which has a moderate risk of seawater intrusion. Ranges that 41.45% of the area studied fall under the very high to high risk of seawater intrusion, which indirectly affects the potential areas.</p>
</sec>
<sec>
<title>4.10 Slope</title>
<p>The slope is one of the fundamental units of assessing groundwater potential because it directly affects the surface runoff and water level (<xref ref-type="bibr" rid="B8">Babu and Maury, 2025</xref>). A steep slope reduces water recharge, while a lower slope enhances recharge (<xref ref-type="bibr" rid="B41">Kumar et al., 2024</xref>). The slope has a positive correlation with surface runoff but a negative correlation with surface water infiltration and percolation (<xref ref-type="bibr" rid="B28">Ghosh, 2021</xref>). In areas that seep deeper into the earth, eventually raising groundwater levels. The slope ranges from 0 to 12.82 degrees, as shown in <xref ref-type="fig" rid="F4">Figure 4f</xref>. In the study area, nearly 66% of the area contributes a high yield of groundwater potential, which is a more flat or plain surface. The remaining 21.52 and 12.48% have moderate and low yield capacity for groundwater potential, respectively.</p>
</sec>
<sec>
<title>4.11 TWI</title>
<p>The Topographic Wetness Index (TWI) is derived from the catchment area in conjunction with the terrain of slope, thereby yielding crucial insights into regions where water accumulation is probable (<xref ref-type="bibr" rid="B31">Hassaballa and Salih, 2024</xref>). TWI generally exhibits a gradient from minimal value in the areas characterized by adequate drainage (for instance, ridges and steep slopes) to elevated value in areas with inadequate drainage (such as valleys and flat plains) (<xref ref-type="bibr" rid="B84">Tripathi et al., 2025</xref>). The TWI values range from 4.881 to 22.07, as shown in <xref ref-type="fig" rid="F5">Figure 5a</xref>, which is common in natural landscapes. The TWI values indicate that 65.9% of the area lies in a low potential area, and 16.39% of the area contributes to a high potential area. TWI is calculated using this <xref ref-type="disp-formula" rid="E4">Equation 4</xref>.</p>
<disp-formula id="E4"><label>(4)</label><mml:math id="M4"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mtext>TWI</mml:mtext><mml:mo>=</mml:mo><mml:mo class="qopname">ln</mml:mo><mml:mtext>&#x000A0;</mml:mtext><mml:mrow><mml:mo>[</mml:mo><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mrow><mml:mi>A</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mo class="qopname">tan</mml:mo><mml:mi>&#x003B2;</mml:mi></mml:mrow></mml:mfrac></mml:mrow><mml:mo>]</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
<p>Where, A<sub>s</sub> denoted as the area of boundary, and tan (&#x003B2;) represents a specific grid of local slope angle.</p>
<fig position="float" id="F5">
<label>Figure 5</label>
<caption><p>Thematic map of the study area: <bold>(a)</bold> TWI; <bold>(b)</bold> TPI; <bold>(c)</bold> NDVI; (<bold>d)</bold> NDWI.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0005.tif">
<alt-text>Four thematic maps of the same region are displayed. Map a shows the Topographic Wetness Index (TWI) with blue shades. Map b presents the Topographic Position Index (TPI) with green to gray shades. Map c illustrates the Normalized Difference Vegetation Index (NDVI) using colors from red to green. Map d depicts the Normalized Difference Water Index (NDWI) in green to blue shades. Each map includes a scale bar, a north arrow, and a color key indicating value ranges.</alt-text>
</graphic>
</fig>
</sec>
<sec>
<title>4.12 TPI</title>
<p>The gradation of landforms at topographical slope sites is conventionally quantified and automated through the application of the Topographic Position Index (TPI) methodology (<xref ref-type="bibr" rid="B24">Fatema et al., 2023</xref>). Elevated TPI values characterize elevated terrains such as hilltops and ridges, whereas valleys and depressions exhibit diminished TPI values; conversely, flat or mid-slope areas are associated with values that approximate zero (<xref ref-type="bibr" rid="B6">Arulbalaji et al., 2019</xref>). Given their capacity to capture surface runoff and facilitate infiltration, thereby enhancing groundwater recharge, regions with low TPI values, such as valleys and flat terrains, are generally associated with increased groundwater potential (<xref ref-type="bibr" rid="B56">Pillai et al., 2023</xref>). The TPI value ranges from &#x02212;3.6 to 5.222, shown in <xref ref-type="fig" rid="F5">Figure 5b</xref>, with 35.82% of the area contributing high potential and 40% of the area being moderate, which has a near-zero value, representing a flat or plain terrain. Only 23.6% of the area has gentle ridges and peaks in the research area.</p>
</sec>
<sec>
<title>4.13 NDVI</title>
<p>The normalized difference vegetation index (NDVI) yields vital insights into the moisture levels in the soil and the coverage of vegetation, both of which greatly influence the areas marked as having potential groundwater resources (<xref ref-type="bibr" rid="B62">Ravindran et al., 2024</xref>). Furthermore, beyond groundwater availability, different factors that could influence vegetation robustness, including soil moisture levels and modifications in land use, might also affect the NDVI (<xref ref-type="bibr" rid="B8">Babu and Maury, 2025</xref>). The NDVI ranges from &#x02212;0.1432 to 0.5979, as shown in <xref ref-type="fig" rid="F5">Figure 5c</xref>. The NDVI classification shows that 46.7% of the areas contribute low potential yields, and 31.73% of the regions contribute high potential yields. NDVI was identified using <xref ref-type="disp-formula" rid="E5">Equation 5</xref>.</p>
<disp-formula id="E5"><label>(5)</label><mml:math id="M5"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mtext>NDVI</mml:mtext><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi>R</mml:mi><mml:mi>E</mml:mi><mml:mi>D</mml:mi><mml:mo>-</mml:mo><mml:mi>N</mml:mi><mml:mi>I</mml:mi><mml:mi>R</mml:mi></mml:mrow><mml:mrow><mml:mi>R</mml:mi><mml:mi>E</mml:mi><mml:mi>D</mml:mi><mml:mo>&#x0002B;</mml:mo><mml:mi>N</mml:mi><mml:mi>I</mml:mi><mml:mi>R</mml:mi></mml:mrow></mml:mfrac></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
</sec>
<sec>
<title>4.14 NDWI</title>
<p>Determining groundwater potential is contingent upon the Normalized Difference Water Index (NDWI), a calculation obtained through remote sensing technology that measures how much water is contained in terrestrial soil and vegetation (<xref ref-type="bibr" rid="B11">Borah and Bora, 2025</xref>). This approach proves particularly helpful in regions where the recharge of groundwater may be significantly influenced by the extent of vegetation cover (<xref ref-type="bibr" rid="B79">Sulle et al., 2023</xref>). To enhance the accuracy of groundwater potential, these factors have supplementary environmental and geographic variables. The NDWI ranges from &#x02212;0.51 to 0.18 (<xref ref-type="fig" rid="F5">Figure 5d</xref>), closer to the 0.186 value, and contributes directly to groundwater recharge, which contains more moisture content and 8.6% of the area. NDWI was determined by using <xref ref-type="disp-formula" rid="E6">Equation 6</xref>.</p>
<disp-formula id="E6"><label>(6)</label><mml:math id="M6"><mml:mtable class="eqnarray" columnalign="left"><mml:mtr><mml:mtd><mml:mtext>NDWI</mml:mtext><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi>G</mml:mi><mml:mi>R</mml:mi><mml:mi>E</mml:mi><mml:mi>E</mml:mi><mml:mi>N</mml:mi><mml:mo>-</mml:mo><mml:mi>N</mml:mi><mml:mi>I</mml:mi><mml:mi>R</mml:mi></mml:mrow><mml:mrow><mml:mi>G</mml:mi><mml:mi>R</mml:mi><mml:mi>E</mml:mi><mml:mi>E</mml:mi><mml:mi>N</mml:mi><mml:mo>&#x0002B;</mml:mo><mml:mi>N</mml:mi><mml:mi>I</mml:mi><mml:mi>R</mml:mi></mml:mrow></mml:mfrac></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>
</sec>
<sec>
<title>4.15 Coastal dynamics on groundwater potential</title>
<p>The incorporation of coastal dynamics provides a critical insight into the groundwater system of Tarangambadi Taluk. Regions situated in close proximity to sea environments and low-lying coastal geomorphic features were recognized as areas more susceptible to seawater intrusion and diminished recharge capacity. In contrast, inland coastal alluvial deposits and beach ridge formations demonstrate comparatively superior groundwater potential owing to conductive infiltration conditions. Through the integration of proximity to sea and coastal characteristics, the analysis underscores the extent to which the sea significantly influences and modifies the groundwater potential in coastal aquifers. This innovative focus on coastal dynamics serves to differentiate the current study from other inland groundwater potential studies and thereby augments the rigor of the identified zones.</p>
</sec>
<sec>
<title>4.16 Groundwater potential zones area</title>
<p>AHP methods assigned weights and ranks to fourteen thematic layers for the detection of the Groundwater Potential Zone (GWPZ). The layers were rasterised at a 30 <sup>&#x0002A;</sup> 30 m cell size and combined with weights and ranks using ArcGIS 10.8 (<xref ref-type="bibr" rid="B1">Abijith et al., 2020</xref>). The weighted overlay analysis&#x00027;s final output was generated by integrating all layers in the ArcGIS raster calculator, categorizing results into five very low, low, moderate, high, and very high) to create the GWPZ map. The delineated Groundwater Potential Zone (GWPZ) Map, displayed in <xref ref-type="fig" rid="F6">Figure 6</xref>, offers a visual representation of the spatial heterogeneity concerning groundwater resources throughout the study region (<xref ref-type="bibr" rid="B16">Dar et al., 2021</xref>). <xref ref-type="table" rid="T6">Table 6</xref> delineates the categorization of the research area according to groundwater potential and the associated spatial extent of each classification. Very high potential zones constitute 26.52% of the total area (74.51 km<sup>2</sup>), primarily dominating the western and southwestern regions of the study area, which exhibit advantageous hydrogeological conditions such as floodplains, active fluvial deposits, and low-gradient agricultural terrains. These regions are characterized by elevated infiltration rates and permeable soils, which are conducive to groundwater recharge. High potential zones encompass 25.30% (71.09 km<sup>2</sup>). This is particularly evident within the central corridor areas, which demonstrate moderate to high recharge potential. These zones may overlap with agricultural lands or geomorphological features such as coastal plains that possess sufficient permeability.</p>
<fig position="float" id="F6">
<label>Figure 6</label>
<caption><p>Groundwater Potential Zone Map of Tarangambadi Taluk.</p></caption>
<graphic mimetype="image" mime-subtype="tiff" xlink:href="frwa-07-1668087-g0006.tif">
<alt-text>Map titled &#x0201C;Groundwater Potential Zone Map&#x0201D; displaying areas of varying groundwater potential in different colors: green for very high, yellow for high, light blue for moderate, red for low, and blue for very low. Black triangles mark sample points. Includes a scale bar and compass for reference.</alt-text>
</graphic>
</fig>
<table-wrap position="float" id="T6">
<label>Table 6</label>
<caption><p>Groundwater potential area.</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>Value</bold></th>
<th valign="top" align="center"><bold>% of area</bold></th>
<th valign="top" align="center"><bold>Class</bold></th>
<th valign="top" align="center"><bold>Area (km<sup>2</sup>)</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">1</td>
<td valign="top" align="center">3.86</td>
<td valign="top" align="center">Very low</td>
<td valign="top" align="center">10.8432</td>
</tr> <tr>
<td valign="top" align="left">2</td>
<td valign="top" align="center">14.83</td>
<td valign="top" align="center">Low</td>
<td valign="top" align="center">41.679</td>
</tr> <tr>
<td valign="top" align="left">3</td>
<td valign="top" align="center">29.49</td>
<td valign="top" align="center">Moderate</td>
<td valign="top" align="center">82.8567</td>
</tr> <tr>
<td valign="top" align="left">4</td>
<td valign="top" align="center">25.30</td>
<td valign="top" align="center">High</td>
<td valign="top" align="center">71.0928</td>
</tr> <tr>
<td valign="top" align="left">5</td>
<td valign="top" align="center">26.52</td>
<td valign="top" align="center">Very high</td>
<td valign="top" align="center">74.5083</td>
</tr></tbody>
</table>
</table-wrap>
<p>Moderate Potential zones represent the most significant proportion, spanning 29.49% (82.86 km<sup>2</sup>). These zones constitute the central spine and portions of the northern area, typifying transitional regions with a blend of moderate infiltration capacities and drainage characteristics. These areas may include diverse geomorphic units such as coastal plains and soils with moderate drainage. Low and Very Low zones collectively account for 18.69% of the study area (52.52 km<sup>2</sup>), primarily concentrated in the eastern and southeastern regions, particularly in Proximity to the coastline. These zones are predominantly characterized by impervious formations, urbanized surfaces, or salt-affected soils (e.g., paleo-marine deposits), which hinder infiltration. Furthermore, the Proximity to Sea may pose a risk of saline intrusion, rendering these zones vulnerable and less appropriate for groundwater extraction without the implementation of desalination or recharge facilities.</p>
<p>This distribution indicates that over 50% of the study area demonstrates high to very high groundwater potential, presenting opportunities for sustainable groundwater development. However, areas with low and very low potential necessitate careful management for extraction, warranting the implementation of recharge strategies to enhance their viability.</p>
</sec>
<sec>
<title>4.17 Accuracy assessment of the model</title>
<p>Validation ascertains the GWPZ map&#x00027;s accurate representation of groundwater potential, which is imperative for sustainable resource management (<xref ref-type="bibr" rid="B46">Mihret and Wuletaw, 2025</xref>). A rigorously validated GWPZ map facilitates informed decision-making by supplying reliable data for conservation and utilization strategies (<xref ref-type="bibr" rid="B20">Duguma and Duguma, 2022</xref>). The validation datasets were procured from the State Ground and Surface Water Resources Data Centre, Tamil Nadu, covering the period from January 1991 to December 2024, with monthly records for each well. For validation purposes, we used the 34-year average annual water level for each well. This approach integrates both seasonal (pre-monsoon and post-monsoon) and interannual variability into a single representative value. By utilizing long-term averages, the validation outcomes are rendered less susceptible to the effects of anomalous wet or dry years, consequently providing a more robust foundation for comparison with the anticipated groundwater potential zones. To ensure GWPZ accuracy, data from 13 dug wells and Tube wells were cross-validated. Actual water levels from study area wells were compared to predicted groundwater potential index values for consistency (<xref ref-type="bibr" rid="B44">Loganathan and Sathiyamoorthy, 2024</xref>). To evaluate groundwater availability, long-term average water levels from the validated observation wells in Tarangambadi Taluk were categorized into High, Medium, and Low Potential. This classification utilized the equal interval method, based on water levels ranging from 2.36 to 14.21 mbgl (measured in meters below groundwater level, mbgl). High Groundwater Potential zones are categorized by shallow water levels (2.36&#x02013;6.31 mbgl), signifying favorable groundwater access and enhanced recharge capacity. Medium Groundwater Potential areas range from 6.32&#x02013;10.26 mbgl, indicating intermediate water table depths. Low Groundwater Potential zones, with depths of 10.27&#x02013;14.21 mbgl, denote deeper water tables and possible limitations in recharge or risks of over-extraction. Most wells (10 out of 13) exhibited High Potential, reflecting prevalent shallow water levels and robust recharge conditions. The validation of the groundwater potential map accuracy was conducted through observed groundwater level data, with the findings encapsulated in <xref ref-type="table" rid="T7">Table 7</xref>. A strong correlation was observed in 10 out of 13 wells between actual groundwater conditions and predicted potential classes, with three wells showing discrepancies.</p>
<table-wrap position="float" id="T7">
<label>Table 7</label>
<caption><p>Assessment of groundwater potential validation.</p></caption>
<table frame="box" rules="all">
<thead>
<tr>
<th valign="top" align="left"><bold>S.No</bold></th>
<th valign="top" align="left"><bold>Location</bold></th>
<th valign="top" align="left"><bold>Actual groundwater GWPZ</bold></th>
<th valign="top" align="left"><bold>Predicted GWPZ</bold></th>
<th valign="top" align="left"><bold>Agreement</bold></th>
</tr>
</thead>
<tbody>
<tr>
<td valign="top" align="left">1</td>
<td valign="top" align="left">Sembanarkoil</td>
<td valign="top" align="left">Medium</td>
<td valign="top" align="left">Moderate to high</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">2</td>
<td valign="top" align="left">Aaru Pathi</td>
<td valign="top" align="left">Medium</td>
<td valign="top" align="left">Moderate to high</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">3</td>
<td valign="top" align="left">Echchangudi</td>
<td valign="top" align="left">Low</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Disagree</td>
</tr> <tr>
<td valign="top" align="left">4</td>
<td valign="top" align="left">Narasinganatham</td>
<td valign="top" align="left">Low</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Disagree</td>
</tr> <tr>
<td valign="top" align="left">5</td>
<td valign="top" align="left">Aakur Pandaravadai</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Moderate to high</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">6</td>
<td valign="top" align="left">Poraiyar</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">7</td>
<td valign="top" align="left">Thiruvilaiyattam</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">8</td>
<td valign="top" align="left">Keezha Perumpallam</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">9</td>
<td valign="top" align="left">Melaperumpallam</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Moderate to high</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">10</td>
<td valign="top" align="left">Mamakudi</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Moderate to high</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">11</td>
<td valign="top" align="left">Thillaiyadi</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Low</td>
<td valign="top" align="left">Agree</td>
</tr> <tr>
<td valign="top" align="left">12</td>
<td valign="top" align="left">Kattucheri</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Low</td>
<td valign="top" align="left">Disagree</td>
</tr> <tr>
<td valign="top" align="left">13</td>
<td valign="top" align="left">Thiruvilaiyattam</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">High</td>
<td valign="top" align="left">Agree</td>
</tr></tbody>
</table>
</table-wrap>
<p>Total Wells count = 13</p>
<p>actual groundwater level data and predicted, same agreement, wells count = 10</p>
<p>actual groundwater level data and predicted, varying agreement, wells count = 3</p>
<p>groundwater potential accuracy = (10/13) <sup>&#x0002A;</sup> 100 = 76.9%.</p>
<p>The accuracy of the GWPZ map was determined to be 76.92%. The findings point out the effectiveness of integrating the Analytical Hierarchy Process (AHP), Remote Sensing (RS), and Geographic Information System (GIS) for accurately assessing groundwater prospects in coastal agricultural sectors, including Tarangambadi Taluk.</p>
</sec>
</sec>
<sec id="s5">
<title>5 Conclusion</title>
<p>The delineation of Groundwater Potential Zones (GWPZ) in Tarangambadi Taluk using GIS, remote sensing, and AHP techniques has effectively assessed groundwater resources. The evaluation of hydrogeological and terrain parameters facilitated the creation of a reliable groundwater potential map through pairwise comparison and overlays. Using weighted overlay analysis, the GWPZ map classified the region into five zones, which are very low, low, moderate, high, and very high. The regions that are in the very low and low potential zones represent 3.86% and 14.83% of the area, respectively. The percentage of the total areas that are in the moderate, high, and very high potential zones are 29.49%, 25.30%, and 26.52%, respectively. About 51.82% (145.59 km<sup>2</sup>) of the land is categorized as having high to very high potential, particularly in regions with favorable conditions for aquifer storage. These zones are ideal for planning irrigation and groundwater supply systems. Conversely, 18.69% (62.52km<sup>2</sup>) of the area is identified as low to very low potential zones, primarily along coastal areas facing geological and urbanization challenges. The map of groundwater potential has a significant correlation with actual groundwater level, which shows that 76.92% accuracy of the model. To mitigate these issues, implementing artificial recharge structures is not only essential for improving groundwater recharge in these regions and site-specific interventions like tank rejuvenation and efficient irrigation methods can strengthen groundwater sustainability. This study&#x00027;s innovative aspect is its focus on coastal dynamics, necessitating a dual approach to enhance recharge and prevent seawater intrusion. The inclusion of Proximity to the sea as a criterion enhances the map&#x00027;s reliability, validated by field groundwater level data. The research outputs inform sustainable groundwater extraction and conservation, aiding hydrological modeling and climate resilience planning. Future research could integrate remote sensing trends, climate data, and machine learning to develop a dynamic groundwater risk and opportunity model.</p></sec>
</body>
<back>
<sec sec-type="data-availability" id="s6">
<title>Data availability statement</title>
<p>The raw data supporting the conclusions of this article will be made available by the authors, without undue reservation.</p>
</sec>
<sec sec-type="author-contributions" id="s7">
<title>Author contributions</title>
<p>RM: Conceptualization, Data curation, Methodology, Software, Visualization, Writing &#x02013; original draft. MS: Investigation, Supervision, Validation, Writing &#x02013; review &#x00026; editing.</p>
</sec>
<sec sec-type="funding-information" id="s8">
<title>Funding</title>
<p>The author(s) declare that no financial support was received for the research and/or publication of this article.</p>
</sec>
<sec sec-type="COI-statement" id="conf1">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec id="s9">
<title>Generative AI statement</title>
<p>The author(s) declare that no Gen AI was used in the creation of this manuscript.</p>
<p>Any alternative text (alt text) provided alongside figures in this article has been generated by Frontiers with the support of artificial intelligence and reasonable efforts have been made to ensure accuracy, including review by the authors wherever possible. If you identify any issues, please contact us.</p></sec>
<sec sec-type="disclaimer" id="s10">
<title>Publisher&#x00027;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<fn-group>
<title>Abbreviations</title>
<fn fn-type="abbr"><p>AHP, Analytical Hierarchy Process; CI, Consistency Ratio; CR, Consistency Index; DEM, Digital Elevation Model; GIS, Geographic Information Systems; GSI, Geological Survey of India; GWPI, Groundwater Potential Index; GWPZ, Groundwater Potential Zone; LULC, Land Use Land Cover; MCDA, Multi-Criteria Decision-Making; NBSS &#x00026; LUP, National Bureau of Soil Survey and Land Use Planning; NDVI, Normalized Difference Vegetation Index; NDWI, Normalized Difference Water Index; NPCM, Normalized Pairwise Comparison Matrix; RI, Random Consistency Index; RS, Remote Sensing; SDG, Sustainable Development Goal; SRTM, Shuttle Radar Topography Mission; TPI, Topographic Position Index; TWI, Topographic Wetness Index; WOA, Weighted Overlay Analysis.</p></fn></fn-group>
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